Inverse models are developed that use data and dynamics to estimate optimally the breaking-wave-driven setup and alongshore current, as well as the cross-shore forcing, alongshore forcing, and drag coefficient.The inverse models accurately reproduce these quantities in a synthetic barred-beach example.The method is applied to one case example each from the Duck94 and SandyDuck field experiments.Both inverse solutions pass consistency tests developed for the inverse method and have forcing corrections similar to a roller model and significant cross-shore variation of the drag coefficient.The inverse drag coefficient is related to the wave dissipation, a bulk measure of the turbulence source, but not to the bed roughness, consistent with the hypothesis that breaking-wave-generated turbulence increases the drag coefficient.Inverse solutions from a wider range of conditions are required to establish the generality of these results.
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Feddersen et al. (2004) studied this question.
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